@article{960fa9bf-2669-49f2-bc50-5d247373dfb0,
author = {Izabela J. Murzyn},
title = {Dynamic response of the industry masonry chimney to seismic load},
journal = {Czasopismo Techniczne},
volume = {2016},
number = {Budownictwo Zeszyt 1-B (6) 2016},
year = {2016},
issn = {0011-4561},
pages = {67-72},keywords = {chimneys; industrial masonry chimneys; earthquake; seismic behavior},
abstract = {The aim of this paper was to investigate the dynamic responses of the industrial masonry chimney under seismic activity. In this study peak ground accelerations equal 0.4 g were assumed for the shock. In the paper there are the results from numerical simulation. The analyses were prepared for two material models: with elastic and inelastic behavior. In both cases the homogenization model of masonry material was used. The study was prepared in ABAQUS software (Simulia, 2013).},
doi = {10.4467/2353737XCT.16.062.5411},
url = {https://ejournals.eu/czasopismo/czasopismo-techniczne/artykul/dynamic-response-of-the-industry-masonry-chimney-to-seismic-load}
}